There are no pore-water pressures input for this problem. The position of the critical slip surface, as well the calculated factor of safety is required in this analysis.

Model filename: Slopes_Group_1 > VS_14_Circular.svm

This model is similar to the example model VS_55 with the exception that a dry tension crack is included.

Model filename: Slopes_Group_1 > VS_56.svm

This slope is analyzed with and without composite slip surfaces in order to compare results with programs that have this option as well as those that do not have this option. (composite)

Model filename: Slopes_Group_1 > VS_57_composite.svm

A single homogenous earth slope is subjected to seismic loading. Both circular and noncircular slip surfaces are considered in this analysis and all slip surfaces must pass through the tope of the slope.

Model filename: Slopes_Group_1 > VS_62_Dry_Circular.svm

This example model is the identical to VS_7, except when a non-circular slip surface of know coordinates is analyzed.

Model filename: Slopes_Group_1 > VS_8.svm